}

Tender For Construction Of 0.40 Lac Gallons Ssfp ,0.20 Lac Galloons Sr ,02 No Intake Chambers , 02 No Sluice Chambers , R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Rwm , Supply Main, S Main And Distribsystem For Wss M, bijbehara-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 0.40 Lac Gallons Ssfp ,0.20 Lac Galloons Sr ,02 No Intake Chambers , 02 No Sluice Chambers , R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Rwm , Supply Main, S Main And Distribsystem For Wss M. Submission Date for this Tender is 24-12-2022. Reservoir Tenders in bijbehara Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

35070634
Corrigendum : Tender For Construction Of 0.40 Lac Gallons Ssfp ,0.20 Lac Galloons Sr ,02 No Intake Chambers , 02 No Sluice Chambers , R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Rwm , Supply Main, S Main And Distribsystem For Wss M
Open Tender
Indian
Jammu And Kashmir
bijbehara
24-12-2022

Tender Details

Construction Of 0.40 Lac Gallons Ssfp , 0.20 Lac Galloons Sr , 02 No Intake Chambers , 02 No Sluice Chambers , R Wall , Chain Linck Fencing Around Various Structures And Laying Fitting Of Rwm , Supply Main, S Main And Distribsystem For Wss Matt Gowran

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Dec-2022 Extension Date 24-12-2022
2 17-Dec-2022 Modification Other 24-12-2022

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 1.31 Crore /-

BOQ Items

Name of Work: Construction of 0.40 Lac Gallons SSFP ,0.20 lac Galloons SR ,02 No Intake Chambers ,02 No Sluice Chambers , R Wall ,Chain Linck fencing around various structures and laying fitting of RWM , Supply main, Sub main and distribution system for WSS MATTI GAWRAN under JJM Advertised Cost Rs 131.34 lacs enit 62 of 2022-23
Sl. No. Item Description
1Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2All kinds of soil
3Ordinary Rock
4Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
5All kinds of soil
6Ordinary Rock
7Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ( 1 meter from cutting edge )
8All kinds of soil
9Providing and laying of dry stone solling tightly hand packed on horizontal levels.
10Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
111:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
121:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
13Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level
141:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
151:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
16Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
171:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with
191:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
20Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21Foundations, footings, bases of columns etc. for mass concrete.
22Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
23Lintel, beams, plinth beams, girders, bressumers and cantilevers
24Columns, pillars, piers, abutments, posts and struts.
25Suspended floors, roofs, landings, balconies and access platforms.
26Edges of slabs and breaks in floors and walls Under 20 cm wide
27Arches, domes, vaults upto 6 m span
28Extra for arches, domes, vaults exceeding 6 m span
29Extra for shuttering in circular work (20% of respective centering and Shuttering items)
30Foundation
31Walls
32Beams
3312mm Cement plaster finished with a floating coat of neat cement of mix:
341 : 3 ( 1 cement : 3 fine sand)
3512mm Cement plasterof mix:
361 : 4 ( 1 cement : 4 fine sand)
371 : 6( 1 cement : 6 fine sand)
38Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
39Hot rolled deformed bars
40P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement.
41Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded)
42Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
43Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
44Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
45Two or more coats on new work
46P/F of glass panes 4mm thick with wooden fillets
47Providing/ laying of Baramullah slab
48Providing & laying of filter media effective size of sand varies from 0.45 mm to 0.70 mmhaving uniformity coefficient between 1.30 to 1.75 & should be dust free & free from other organic impurities to be obtained from Ganderbal Nallah & the size of gravel should varry from 2mm to 40mm incld all carriages complete.
49Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m.
50Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
51Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.
52150 mm dia
53100 mm dia
54Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
5515 mmdia. G.I. pipes
5620 mm dia. G.I. pipes
5725 mm dia. G.I. pipes
5840 mm dia. G.I. pipes
5950 mm dia. G.I. pipes
6080 mm dia GI pipe
61P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete.
62100 mm dia G.I pipe
63Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc.
64250 mm dia D.I bends/tees
65100 mm dia D.I bends/tees
6680 mm dia Di bends / tees
6780 mm dia G.I bends / tees
6865 mm dia GI bends/ tees
6950 mm dia G.Ibends/ tees
7040 mm dia G.I unions
7150 mm dia unions
7265 mm dia unions
7325 mm dia G.I unions
7420/ 15 mm GI unions
7525/20/ 15 mm tees
7640/25/20 mm elbows
77Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments.
78100 mm dia sluice valve
79100 mm dia Gate Valve
80Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces
81Connecting and commissioning of structures including testing
82Proviing/incorporating GP sheet strips watr seal 0.63 mm thick at constt joints incld jointing of ends so as to form a contineous berries
83By Mechanical Transport including loading, unloading and stacking
84150 mm dia D.I / G.I Pipes ( 45 kms)
85100 mm dia D.I / G.I Pipes ( 45 kms)
86Below 100 mm G.I Pipes ( 45 kms)
87Cement and Steel (45 Kms)
88Sand, stone aggregate below 40 mm nominal size (45 Kms)
89Stone aggregate 40 mm nominal size and above (45 Kms)
90Stone Soling (30 Kms)
91Cement and Steel (35 Kms)
92Sand, stone aggregate below 40 mm nominal size (35 Kms)
93Stone aggregate 40 mm nominal size and above (35 Kms)
94Stone Soling (15 Kms)
95By Manual Labour including loading, unloading and stacking
96150 mm dia D.I / G.I Pipes ( 1000 m )
97100 mm dia D.I / G.I Pipes ( 1000 m )
98Below 100 mm G.I Pipes ( 1000 m )
99Cement(500 m )
100Steel (500 m )
101Sand, stone aggregate below 40 mm nominal size (500 m )
102Stone aggregate 40 mm nominal size and above (500 m )
103Stone Soling (500 m )
104Cement(900 m )
105Steel (900 m )
106Sand, stone aggregate below 40 mm nominal size (900 m )
107Stone aggregate 40 mm nominal size and above (900 m )
108Stone Soling (900 m )
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail